A single lap joint consists of 16 mm thick grade S275 plate as shown in Figure Q1. All edges of the plates are machine flame cut. Two (2) 22 mm diameter Grade 4.6 black non- preloaded bolts and shear plane passes through the unthreaded portion of the bolt. Calculate the design resistance of the connection due to bearing. (CO2-PO5) (C4)
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- Use load and resistance factor design and select a W shape with a nominal depth of 10 inches (a W 10) to resist a dead load of 175 kips and a live load of 175 kips. The connection will be through the flanges with two lines of 11 4 -inch-diameter bolts in each flange, as shown in Figure P3.6-6. Each line contains more than two bolts. The length of the member is 30 feet. Use A588 steal.6) The connection shown in the figure uses 20mm diameter A325 bolts. The tension member is A36 steel (Fy = 248 MPa, Fu = 400 MPa) and the gusset plate is A572 steel (Fy=290 MPa, Fu = 415 MPa). Determine the design strength of the connection (in kN) considering block shear rupture. 37.5 mm 75 mm 37.5 mm 9 mm gusset P 12 mm x 150 mm 37.5 mm 75 mm 37.5 mmDetermine the maximum Pu that the connection can resist. Use 25 mm Ø A490-X bolts and 12 mm, A-50 plates. Assume that edge distance and bolt spacing are not critical. Use LRFD. 246 mm 76 mm 12 mm 25 mm 73 mm 74 mm 27 mm 56 mm
- Q1. Design the bolted connection. When a bracket is bolted to the flange of a column using a bracket plate as shown in fig. Using bracket plate. Using M20 bolts of grade 4.6 given: column section=ISWB 600 Bracket plate thickness=11 p=450KN E=270mm p=55mm bolt size=M20 40 mm -250 mm- P- Load in KN E- Eccentricity p-pitch lengthProblem 7: The load that will be applied to the connection shown has a live load - to - dead load ratio of 3.0. Investigate all limit states. All structural steel is A36, and the weld is a 1/4-inch fillet weld with E70 electrodes. Note that the tension member is a double-angle shape, and both of the angles are welded as shown. Use ASD. Determine the following. 5" 5" 2L5 X 32 X 5/16 LLBB -t = ³/8" Maximum service load that can be applied without exceeding the allowable capacity on yielding on gross area of the tension member (double angle). Maximum service load that can be applied without exceeding the allowable fracture on the net area of the tension member (double angle). Maximum service load that can be applied without exceeding the allowable block shear strength. Considering the weld metal and base metal strength, calculate the maximum service load that can be applied.The slip-critical bolted connection is shown below. The bolts are M24-8.8 and the tension member is 2-UPN220. No filler plate is used and the friction surface class is D. The threads of the bolts are in the shear plane. What is the allowable (ASD) slip strength (kN) of the bolt group for the slip-type limit state only? Du=1 and steel class is S355. H + 20 a. 285 Lütfen birini seçin: T Į b. 352 c. 47 d. 158.4 e. 316.8 $ þ -50-75-75-50- t-20mm (Gusset plate) 100
- A C230x30 is connected to a 12.7mm gusset plate as shown. Grade A242 steel F, 345 MPa is used for the connected parts. The member is designed to resist a service dead load of 180 KN and service live load of 360 KN. Use LRFD NSCP 2015. Design the connection to be slip- Fy = 250 MPa 12.7 mm thick Gusset PL critical if A325X bolts are used. Draw a sketch of your design approximately to scale. What is the allowable load that the connection can carry? NSCP 2015. C230x30 Fy = 345 MPaCheck the bolted section of the given gusset plate connection assuming that the connection is done by M12 bolts with a staggered arrangement. The maximum design tensile axial force to be sustained is Ned = 168 kN. Assume a grade of S235 steel. P. Gusset plate BỘ do=13mm Gusset plate O DO t=16mm t-16mm1 Ni.Ed FO NtEd do=13mm do3D13mm G. 40mm 40mm 140 mm 240mm 30mmThe connection shown consists of two, grade A307, M16 bolts in standard holes. The bolts are snug-tight and threads are permitted in the shear planes. Deformation around the bolt holes is a design consideration and the bolt spacing is as indicated. The 6.35 mm thick plates material are made of A36 steel. Which of the following most nearly gives the nominal bearing (considering also the tearout) strength of the bolts? CHOICES:a) 192 kNb) 384 kNc) 268 kNd) 195 kN